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50'-0" <br />SLAB <br />o'-o" <br />TOPOF- <br />CC� <br />T-6" <br />27-2" <br />54rq- <br />- — — <br />TE-1 <br />— — <br />— <br />` <br />fFWiC <br />4'-5"\`\ <br />3'-2" <br />3'-2" <br />10'-3" <br />8'�I" <br />F2-30XL301 <br />I <br />\ <br />_ <br />\`\ <br />I <br />SLAB <br />w <br />I\\ <br />LL <br />a¢ <br />wl <br />CHASE <br />F1-30X30 <br />i <br />�i <br />`\\ <br />1 <br />-31/2+ <br />L) <br />1" PVC CHASE <br />O d <br />\`� <br />\`\ <br />FOR ELEC. l� <br />— <br />EXTEND <br />FM-16Xi8 <br />Lu <br />O <br />``\ <br />ISLAND <br />Y <br />SLAB i 1/2" <br />LL F <br />\` <br />\% <br />f <br />,., <br />``` <br />-- <br />TOP OF$ <br />SLAB <br />mI <br />0 <br />\ ` <br />12 <br />\\`\ <br />4 <br />IX <br />•I <br />20'-8" <br />29'-4" <br />I <br />.I <br />I <br />' <br />b <br />TE-2 — — <br />� <br />I• <br />i <br />L---- <br />TE-2 <br />e <br />7 <br />-51/2+ <br />5 2•.3" IN <br />,., �j <br />O <br />°D <br />18'-t 0" <br />10'-10" I '• <br />�I <br />EXTEND <br />( , <br />SLAB 1 112" <br />11 <br />I <br />ul N <br />,., L_ <br />FM 16X18 <br />o � <br />I <br />IX <br />Fi-241X24 <br />•� <br />c <br />ill <br />FMC-18Xi6 <br />,I.2. <br />3,_0" I <br />I <br />I <br />4" INC.CO <br />SLAB <br />18'-0" <br />2'-0" 10" <br />1,_g„ <br />8'-0" <br />4 2 4 <br />a (m <br />a W Im <br />I <br />7.1 <br />O 0_ <br />w <br />m� <br />FM-1 18 <br />tJi� I <br />111-0" <br />3'-4" <br />FM-16X18 <br />-71/2+ q <br />1.1 <br />Y <br />F1-24X21 <br />— <br />— — <br />— <br />— — — FM-18X18 <br />— <br />— — — <br />ro <br />L' <br />TE-1 <br />20'-0" <br />9'.4" <br />T-8" <br />13'-0" <br />50'-0" <br />FOUNDATION NOTES <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE +-0'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NAVD. <br />5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS <br />ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER <br />SERVICES. <br />6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 1/2" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS, <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />I I.OINDICATED #8 BAR, GINDICATES #6 BARANINDICATES #7 BAR VERTICAL <br />REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE <br />HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" <br />HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. <br />12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = <br />30", #6 -36"), AND REINFORCING SHALL BE CONTINUOUS. <br />13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL <br />REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5.13, USING: F'm = <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER J OF SLAB SUPPORTED <br />T-O" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 8th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3 I/Z' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-1608 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />FMC-l6xl8 <br />16" <br />CONTINUOUS <br />18' <br />- <br />O s <br />#51N CURB <br />VARIES <br />F1-2424 <br />24" <br />24" <br />17' <br />'S <br />(2)Ws <br />(-)8" BELOW GRD <br />TE-1 <br />6" <br />SEE PLAN <br />8" <br />- <br />(1) s <br />_ <br />(-Xy-q•' <br />TE-2 <br />8" <br />SEE PLAN <br />1' <br />CWC-12X12 <br />17 <br />CONTINUOUS <br />17, <br />- <br />) s <br />#6IN CURB <br />VARIES <br />F130X30 <br />30" <br />30' <br />17'(3 <br />#5's <br />(-)8" BELOW GRD <br />F2.30X30 <br />30" <br />30" <br />12" <br />(3) #6's <br />(1));. ' <br />- 17' BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />1441. N. RONALD REAGAN BLVD. <br />ORLANDO,FL32750 <br />PH: 407-774-6078 <br />FAX: 407474.4078 <br />www.abdeslgngroup.com <br />AA #: O003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134i86 2628 <br />FAX: 813.886.2802 <br />sysD:v ac LOT: <br />SILVERADO <br />LOT #7 <br />BLK #13 <br />PROJMT <br />03719.00—07131 <br />MOD295—F <br />GARAGE s'WING: <br />LEFT <br />FAG]& <br />FOUNDATION <br />PLAN <br />%150 MPH EXP. B <br />07/10/20 <br />r:,,S <br />. 1/4"=1'-0" <br />1 <br />